303 ATLANTIC BLVD - SPRINKLER SYSTEM PERMIT rLy f.
J � � 'S S
CITY OF ATLANTIC BEACH
, "' 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
!Ji31> INSPECTION PHONE LINE 247-5814
FIRE - SUPPRESSION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: FIRE18-0001
Description: install 65-head fire sprinkler system
Estimated Value: 30000
Issue Date: 3/2/2018
Expiration Date: 8/29/2018
PROPERTY ADDRESS:
Address: 303 ATLANTIC BLVD
RE Number: 169729 0000
PROPERTY OWNER:
Name: JUNKSHIRLEY
Address: 915 13TH ST N
JACKSONVILLE BEACH, FL 32250-3653
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: FIRE SPRINKLER SERVICES NE FLA
Address: PO BOX 23787
JACKSONVILLE, FL 32241
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions
applicable to this property that may be found in the public records of this county, and there may
be additional permits required from other governmental entities such as water management
districts, state agencies, or federal agencies.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233 FEB 2 6 2018
Ph(904) 247-5826 Fax (904)247-5845
91 ft_Gil-0ogr
JOB ADDRESS: 3 0 3 4 (ten -c IS G,a PERMIT#
PROJECT VALUE $ 3 Or U a v ARI# REQUIRED
Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity_ BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED --,\
FIRE PREVENTION 6-1 fr
Fire Sprinkler System Quantity 65- (Requires 3 sets of plans)
Fire Standpipe Quantity (Requires 3 sets of plans)
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
FIRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
ALL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
# Water Heaters Solar Collection Systems
Tanks (gallons)
Wells
OTHER:
milimmommumummimmomommommi
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or
not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name Co ap 703 .Tcv 0 L Phone Number
Mechanical Company 1-i rt' .Ser k, St r v. GP 11.6 1 P t Office Phone 2-62.-/o02 Fax
Co. Address: P•O,3o-10. Z?7g7 City k State PL Zip ?).24-/
License Holder(Print): Zre yLIN -04-,- r State Certification/Registration# /'Z2 o1Gaot Z°a2.
o ,
-.-.." -T -, Rnse ', older .ice
MY COMMISSION k G7 042984 �j
I Before me this d LP day of Ft-b f +& i 20 XU
EXPIRES:October 2i,2020
Li' - ,,nded Thru Notary Public Underomters
:: Signature of Notary Public <-_
4iic6
ImAIN
OFFICE COP
Approved By Permit Desk
Building Department
City of Atlantic Beach,FL
Jacks°nvil/e �'
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_ Fire Protection by Computer Desiglsy "Cep ePri,
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Fire Sprinkler Serv. of NE FL
P.O. Box 23787
Jacksonville, FL 32241
904-262-1002
Job Name : Kitchen Area
Building : Coop Restaurant 303
Location : 303 Atlantic Blvd, Atlantic Beach, FL
System : Wet
Contract :
Data File : Coop Restaurant 303.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fire Sprinkler Serv. of NE FL Page 1
Kitchen Area Date
Hydraulic Design Information Sheet
Name - Kitchen Area Date - 1-25-2018
Location - 303 Atlantic Blvd, Atlantic Beach, FL
Building - Coop Restaurant 303 System No. - Wet
Contractor - Contract No. -
Calculated By - CEM Drawing No. - 1 of 1
Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 8-0
Occupancy - Assembly
S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
M Area of Sprinkler Operation - 900 System Type Sprinkler/Nozzle •
Density - .10 (X) Wet Make
D Area Per Sprinkler - 130 Max ( ) Dry Model QR PD's
E Elevation at Highest Outlet - 8-0 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200
G Hose Allowance - Outside - 250
N
Note Hydraulic area reduced per NFPA #13 codes
Calculation Flow Required - 241.77 Press Required - 40.221 at Base of Riser
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1-31-2017 Cap. -
T Time of Test - 10:30 AM Rated Cap.- Elev.-
E Static Press - 50 @ Press -
R Residual Press - 43 Elev. - Well
Flow - 1000 Proof Flow
S Elevation - -4
U
P Location - East Coast Drive & Ahern Street
P
L Source of Information -
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087
Water Supply Curve C
Fire Sprinkler Serv. of NE FL Page 2
Kitchen Area Date
City Water Supply: Demand:
Cl -Static Pressure : 50 D1 - Elevation : 5.197
C2 - Residual Pressure: 43 D2- System Flow : 241.767
C2 - Residual Flow : 1000 D2- System Pressure : 43.683
Hose ( Demand ) : 250
D3-System Demand : 491.767
Safety Margin : 4.434
150
140 : '
•
130
p 120 ; '
R 110 i -
E 100
S 90
S 80 - .
I
U70 .
R 60 '
Cl
E 50 ° u2 _ - C2
_ o - a
40
D3
30
20
10
100 200 300 400 500 600 700 800 900
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Fire Sprinkler Serv. of NE FL Page 3
Kitchen Area Date
Fitting Legend
Abbrev. Name '/2 % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
✓ 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0
Y Mechanical Tee 2 4 5 6 8 10.5 12.5 15,5 0 22 0 0 0 0 0 0 0 0 0 0
Zce Colt C300 Vert Butt Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a *show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Final Calculations - Hazen-Williams
Fire Sprinkler Serv. of NE FL Page 5
Kitchen Area Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 18.18 1.049 0.0 2.667 10.534 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
2 18.18 0.1091 0.0 2.667 0.291 Vel = 6.75
0.0
18.18 9.670 K Factor= 5.85
4 17.58 1.049 0.0 2.667 9.854 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
5 17.58 0:1024 0.0 2.667 0.273 Vel = 6.53
0.0
17.58 8.972 K Factor= 5.87
7 18.37 1.049 0.0 2.667 10.763 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
8 18.37 0.1114 0.0 2.667 0.297 Vel = 6.82
0.0
18.37 9.905 K Factor= 5.84
10 18.00 1.049 0.0 2.667 10.332 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
11 18.0 0.1069 0.0 2.667 0.285 Vel = 6.68
0.0
18.00 9.462 K Factor= 5.85
13 18.82 1.049 0.0 2.667 11.290 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
14 18.82 0.1162 0.0 2.667 0.310 Vel = 6.99
0.0
18.82 10.445 K Factor= 5.82
15 19.47 1.049 0.0 2.667 12.085 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
16 19.47 0.1237 0.0 2.667 0.330 Vel = 7.23
0.0
19.47 11.260 K Factor= 5.80
19 27.59 1.049 0.0 2.667 24.276 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
20 27.59 0.2358 0.0 2.667 0.629 Vel = 10.24
0.0
27.59 23.750 K Factor= 5.66
21 27.59 1.049 0.0 2.667 24.276 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
22 27.59 0.2358 0.0 2.667 0.629 Vel = 10.24
0.0
27.59 23.750 K Factor= 5.66
25 25.83 1.049 0.0 2.667 21.271 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
26 25.83 0.2088 0.0 2.667 0.557 Vel = 9.59
0.0
25.83 20.673 K Factor= 5.68
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Serv. of NE FL Page 6
Kitchen Area Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
27 25.01 1.049 0.0 2.667 19.939 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
28 25.01 0.1969 0.0 2.667 0.525 Vel = 9.28
0.0
25.01 19.309 K Factor= 5.69
30 25.34 1.049 0.0 2.667 20.474 K Factor= 5.60
to 120.0 0.0 0.0 -1.155
31 25.34 0.2017 0.0 2.667 0.538 Vel = 9.41
0.0
25.34 19.857 K Factor= 5.69
2 18.18 1.049 E 2.0 0.500 9.670
to 120.0 T 5.0 7,000 0.0
3 18.18 0.1091 0.0 7.500 0.818 Vel = 6.75
0.0
18.18 10.488 K Factor= 5.61
5 17.58 1.049 E 2.0 8.000 8.972
to 120.0 T 5.0 7.000 0.0 •
6 17.58 0.1025 0.0 15.000 1.538 Vel = 6.53
0.0
17.58 10.510 K Factor= 5.42
8 18.37 1.049 E 2.0 0.500 9.905
to 120.0 T 5.0 7.000 0.0
9 18.37 0.1112 0.0 7.500 0.834 Vel = 6.82
0.0
18.37 10.739 K Factor= 5.61
11 18.00 1.049 E 2.0 8.000 9.462
to 120.0 T 5.0 7.000 0.0
12 18.0 0.1071 0.0 15.000 1.606 Vel = 6.68
0.0
18.00 11.068 K Factor= 5.41
14 18.82 1.049 E 2.0 8.000 10.445
to 120.0 T 5.0 7.000 0.0
17 18.82 0.1163 0.0 15.000 1.744 Vel = 6.99
0.0
18.82 12.189 K Factor= 5.39
16 19.47 1.049 E 2.0 0.500 11.260
to 120.0 T 5.0 7.000 0.0
17 19.47 0.1239 0.0 7.500 0.929 Vel = 7.23
0.0
19.47 12.189 K Factor= 5.58
20 27.59 1.049 E 2.0 4.000 23.750
to 120.0 T 5.0 7.000 0.0
23 27.59 0.2360 0.0 11.000 2.596 Vel = 10.24
0.0
27.59 26.346 K Factor= 5.38
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Serv. of NE FL Page 7
Kitchen Area Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes *"****
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
22 27.59 1.049 E 2.0 4.000 23.750
to 120.0 T 5.0 7.000 0.0
23 27.59 0.2360 0.0 11.000 2.596 Vel = 10.24
0.0
27.59 26.346 K Factor= 5.38
28 25.01 1.049 E 2.0 1.000 19.309
to 120.0 T 5.0 7.000 0.0
29 25.01 0.1968 0.0 8.000 1.574 Vel = 9.28
0.0
25.01 20.883 K Factor= 5.47
31 25.34 1.049 E 2.0 1.000 19.857
to 120.0 T 5.0 7.000 0.0
32 25.34 0.2015 0.0 8.000 1.612 Vet= 9.41
0.0
25.34 21.469 K Factor= 5.47
3 18.18 1.682 0.0 2.000 10.488
to 120.0 0.0 0.0 0.0
6 18.18 0.0110 0.0 2.000 0.022 Vet = 2.63
6 17.57 1.682 0.0 6.000 10.510
to 120.0 0.0 0.0 0.0
9 35.75 0.0382 0.0 6.000 0.229 Vel = 5.16
9 18.38 1.682 0.0 4.000 10.739
to 120.0 0.0 0.0 0.0
12 54.13 0.0822 0.0 4.000 0.329 Vel = 7.82
12 18.00 1.682 0.0 8.000 11.068
to 120.0 0.0 0.0 0.0
17 72.13 0.1401 0.0 8.000 1.121 Vel = 10.41
17 38.28 1.682 Y 9.9 49.000 12.189
to 120.0 0.0 9.900 0.0
18 110.41 0.3079 0.0 58.900 18.137 Vel = 15.94
0.0
110.41 30.326 K Factor= 20.05
23 55.18 1.682 Y 9.9 37.000 26.346
to 120.0 0.0 9.900 0.0
24 55.18 0.0854 0.0 46.900 4.004 Vel = 7.97
0.0
55.18 30.350 K Factor= 10.02
26 25.83 1.682 0.0 10.000 20.673
to 120.0 0.0 0.0 0.0
29 25.83 0.0210 0.0 10.000 0.210 Vet = 3.73
29 25.00 1.682 0.0 8.000 20.883
to 120.0 0.0 0.0 0.0
32 50.83 0.0732 0.0 8.000 0.586 Vel = 7.34
32 25.34 1.682 Y 9.9 48.000 21.469
to 120.0 0.0 9.900 0.0
33 76.17 0.1550 0.0 57.900 8.972 Vel = 11.00
Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Serv. of NE FL Page 8
Kitchen Area Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
76.17 30.441 K Factor= 13.81
18 110.41 4.26 0.0 7.000 30.326
to 120.0 0.0 0.0 0.0
24 110.41 0.0034 0.0 7.000 0.024 Vel = 2.49
24 55.19 4.26 0.0 13.000 30.350
to 120.0 0.0 0.0 0.0
33 165.6 0.0070 0.0 13.000 0.091 Vel = 3.73
33 76.17 4.26 V 8.954 30.000 30.441
to 120.0 0.0 8.954 0.0
34 241.77 0.0142 0.0 38.954 0.554 Vel = 5.44
34 0.0 4.26 V 8.954 6.000 30.995
to 120.0 0.0 8.954 0.0
35 241.77 0.0142 0.0 14.954 0.213 Vel = 5.44
35 0.0 4.26 V 8.954 4.667 31.208
to 120.0 0.0 8.954 2.021
TASR 241.77 0.0142 0.0 13.621 0.193 Vel = 5.44
TASR 0.0 4.26 Zce 0.0 5.000 33.422
to 120.0 0.0 0.0 6.727 * * Fixed Loss= 4.562
BASE 241.77 0.0144 0.0 5.000 0.072 Vel = 5.44
BASE 0.0 4.1 0.0 5.000 40.221
to 140.0 0.0 0.0 2.166
UG 241.77 0.0128 0.0 5.000 0.064 Vel = 5.88
UG 0.0 4.23 E 19.223 65.000 42.451
to 150.0 T 38.446 61.514 0.0
CONN 241.77 0.0097 G 3.845 126.514 1.232 Vel = 5.52
250.00 Qa = 250.00
491.77 43.683 K Factor= 74.41
Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087
OFFICE COPY
Approved By Permit Desk
Building Department
City of Atlantic Beach,FL
REvi
k iittf pra‘
elle Fira
_ _ Fire Protection by Computer Design PI e ent• ®iv
FEB ?Ai Z2018
CEpr
doivs
Fire Sprinkler Serv. of NE FL SiF�# /o JS As�o� ED
P.O. Box 23787
Jacksonville, FL 32241
904-262-1002
Job Name : 2nd Floor
Building : Coop Restaurant 303
Location : 303 Atlantic Blvd,Atlantic Beach, FL
System : Wet
Contract :
Data File : Coop Restaurant 303.WXG
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fire Sprinkler Serv. of NE FL Page 1
2nd Floor Date
Hydraulic Design Information Sheet
Name - 2nd Floor Date - 1-25-2018
Location - 303 Atlantic Blvd, Atlantic Beach, FL
Building - Coop Restaurant 303 System No. - Wet
Contractor - Contract No. -
Calculated By - CEM Drawing No. - 1 of 1
Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 10-0
Occupancy - Assembly
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
M Area of Sprinkler Operation - 900 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make
D Area Per Sprinkler - Varies ( ) Dry Model QR PD's
E Elevation at Highest Outlet - 21-4 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note Hydraulic area reduced per NFPA #13 codes
Calculation Flow Required - 168.73 Press Required - 34.394 at Base of Riser
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1-31-2017 Cap. -
T Time of Test - 10:30 AM Rated Cap.- Elev.-
E Static Press - 50 @ Press -
R Residual Press - 43 Elev. - Well
Flow - 1000 Proof Flow
S Elevation - -4
P Location - East Coast Drive & Ahern Street
P
L Source of Information -
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087
Water Supply Curve C
Fire Sprinkler Serv. of NE FL Page 2
2nd Floor Date
City Water Supply: Demand:
Cl -Static Pressure : 50 D1 - Elevation : 10.972
C2 - Residual Pressure: 43 D2 - System Flow : 168.728
C2 - Residual Flow : 1000 D2 -System Pressure : 37.226
Hose ( Demand ) : 100
D3-System Demand : 268.728
Safety Margin : 12.158
150
140
130
p120
R110
E 100
S 90
S 80
U 70
R 60
Cl
E 50 ° C2
40 n2 -0
30 D3
20
10 D1
;, ...., 4_ . ., . . . .
100 200 300 400 500 600 700 800 900
FLOW ( NA1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Fire Sprinkler Serv. of NE FL Page 3
2nd Floor Date
Fitting Legend
Abbrev. Name Y '/e 1 11/n 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
✓ 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0
X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0
Y Mechanical Tee 2 4 5 6 8 10.5 12.5 15.5 0 22 0 0 0 0 0 0 0 0 0 0
Zce Colt C300 Vert Butt Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Fire Sprinkler Serv. of NE FL Page 4
2nd Floor Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
100 21.333 5.6 13.43 na 20.52 0.1 150 7.0
102 21.333 5.6 13.57 na 20.63 0.1 150 7.0
104 21.333 5.6 14.06 na 21.0 0.1 210 7.0
106 21.333 5.6 14.79 na 21.54 0.1 210 7.0
109 21.333 5.6 13.95 na 20.92 0.1 84 7.0
111 21.333 5.6 14.12 na 21.05 0.1 84 7.0
113 21.333 5.6 13.2 na 20.34 0.1 120 7.0
117 21.333 5.6 16.48 na 22.73 0.1 150 7.0
107 22.0 14.6 na
114 22.0 13.0 na
101 22.0 13.24 na
103 22.0 13.37 na
105 22.0 13.87 na
110 22.0 13.76 na
112 22.0 13.93 na
115 22.0 14.34 na
118 22.0 16.3 na
108 22.0 16.09 na
116 22.0 16.36 na
119 22.0 16.48 na
120 22.0 17.77 na
34 10.667 25.1 na
35 10.667 25.21 na
TASR 6.0 27.34 na
BASE 1.0 34.39 na
UG -4.0 36.59 na
CONN -4.0 37.23 na 100.0
The maximum velocity is 9.93 and it occurs in the pipe between nodes 119 and 120
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Serv. of NE FL Page 5
2nd Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
100 20.52 1.049 0.0 0.667 13.433 K Factor= 5.60
to 120.0 0.0 0.0 -0.289
101 20.52 0.1379 0.0 0.667 0.092 Vel = 7.62
0.0
20.52 13.236 K Factor= 5.64
102 20.63 1.049 0.0 0.667 13.570 K Factor= 5.60
to 120.0 0.0 0.0 -0.289
103 20.63 0.1379 0.0 0.667 0.092 Vel = 7.66
0.0
20.63 13.373 K Factor= 5.64
104 21.00 1.049 0.0 0.667 14.062 K Factor= 5.60
to 120.0 0.0 0.0 -0.289
105 21.0 0.1439 0.0 0.667 0.096 Vel = 7.80
0.0
21.00 13.869 K Factor= 5.64
106 21.54 1.049 0.0 0.667 14.789 K Factor= 5.60
to 120.0 0.0 0.0 -0.289
107 21.54 0.1499 0.0 0.667 0.100 Vel = 8.00
0.0
21.54 14.600 K Factor= 5.64
109 20.92 1.049 0.0 0.667 13.954 K Factor= 5.60
to 120.0 0.0 0.0 -0.289
110 20.92 0.1424 0.0 0.667 0.095 Vel = 7.77
0.0
20.92 13.760 K Factor= 5.64
111 21.05 1.049 0.0 0.667 14.124 K Factor= 5.60
to 120.0 0.0 0.0 -0.289
112 21.05 0.1424 0.0 0.667 0.095 Vel = 7.81
0.0
21.05 13.930 K Factor= 5.64
113 20.34 1.049 0.0 0.667 13.198 K Factor= 5.60
to 120.0 0.0 0.0 -0.289
114 20.34 0.1334 0.0 0.667 0.089 Vel = 7.55
0.0
20.34 12.998 K Factor= 5.64
117 22.73 1.049 0.0 0.667 16.476 K Factor= 5.60
to 120.0 0.0 0.0 -0.289
118 22.73 0.1649 0.0 0.667 0.110 Vel = 8.44
0.0
22.73 16.297 K Factor= 5.63
107 21.54 1.049 E 2.0 3.000 14.600
to 120.0 Y 5.0 7.000 0.0
108 21.54 0.1492 0.0 10.000 1.492 Vel = 8.00
0.0
21.54 16.092 K Factor= 5.37
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Serv. of NE FL Page 6
2nd Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ****`** Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
114 20.34 1.049 E 2.0 3.000 12.998
to 120.0 T 5.0 7.000 0.0
115 20.34 0.1343 0.0 10.000 1.343 Vel = 7.55
0.0
20:34 14.341 K Factor= 5.37
101 20.52 1.682 0.0 10.000 13.236
to 120.0 0.0 0.0 0.0
103 20.52 0.0137 0.0 10.000 0.137 Vel = 2.96
103 20.63 1.682 0.0 10.000 13.373
to 120.0 0.0 0.0 0.0
105 41.15 0.0496 0.0 10.000 0.496 Vel = 5.94
105 21.00 1.682 Y 9.9 11.000 13.869
to 120.0 0.0 9.900 0.0
108 62.15 0.1064 0.0 20.900 2223 Vel = 8.97
0.0 -
62.15 16.092 K Factor= 15.49
110 20.92 1.682 0.0 12.000 13.760
to 120.0 0.0 0.0 0.0
112 20.92 0.0142 __ 0.0 12.000 0.170 Vel= 3.02 _
112 21.04 1.682 0.0 8.000 13.930
to 120.0 0.0 0.0 0.0
115 41.96 0.0514 0.0 8.000 0.411 Vel = 6.06
115 20.35 1.682 Y 9.9 9.000 14.341
to 120.0 0.0 9.900 0.0
116 62.31 0.1069 0.0 18.900 2.020 Vet = 9.00
0.0
62.31 16.361 K Factor= 15.40
118 22.73 1.682 Y 9.9 1.000 16.297
to 120.0 0.0 9.900 0.0
119 22.73 0.0165 0.0 10.900 0.180 Vet = 3.28
0.0
22.73 16.477 K Factor= 5.60
108 83.69 2.635 0.0 13.000 16.092
to 120.0 0.0 0.0 0.0
116 83.69 0.0207 0.0 13.000 0.269 Vet = 4.92
116 62.31 2.635 0.0 2.000 16.361
to 120.0 0.0 0.0 0.0
119 146.0 0.0580 0.0 2.000 0.116 Vel = 8.59
119 22.73 2.635 0.0 17.000 16.477
to 120.0 0.0 0.0 0.0
120 168.73 0.0758 0.0 17.000 1.289 Vet = 9.93
120 0.0 2.635 V 5.903 11.333 17.766
to 120.0 X 14.827 20.730 4.908
34 168.73 0.0758 0.0 32.063 2.431 Vel = 9.93
34 0.0 4.26 V . 8.954 6.000 25.105
to 120 0 0.0 8.954 0.0
35 168.73 0 0073 0.0 14.954 0.109 Vel = 3.80
Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Serv. of NE FL Page 7
2nd Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
35 0.0 4.26 V 8.954 4.667 25.214
to 120.0 0.0 8.954 2.021
TASR 168.73 0.0073 0.0 13.621 0.100 Vel = 3.80
TASR 0.0 4.26 Zce 0.0 5.000 27.335
to 120.0 0.0 0.0 7.023 ** Fixed Loss =4.857
BASE 168.73 0.0072 0.0 5.000 0.036 Vel = 3.80
BASE 0.0 4.1 0.0 5.000 34.394
to 140.0 0.0 0.0 2.166
UG 168.73 0.0066 0.0 5.000 0.033 Vel = 4.10
UG 0.0 4.23 E 19.223 65.000 36.593
to 150.0 T 38.446 61.514 0.0
CONN 168.73 0.0050 G 3.845 126.514 0.633 Vel = 3.85
100.00 Qa = 100.00
268.73 37.226 K Factor= 44.04
Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087